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Story Weight <br />Area Int. <br />Partition Story Load Floor Weight Story Height <br />Above <br />Story <br />Height <br />Below <br />Tributary Wall <br />Height Parapet Wall Wall type Wall Load Wall Weight Total Story <br />Weight <br />A (ft)Qpart (psf) Qfloor (psf)A (Qpart + Qfloor) = <br />Pfloor (lbs)Supper (ft) Slower (ft)(Supper + Slower) <br />/2 = h (ft)hp (ft) Qwall (psf)Lperimeter <br />(ft) <br />Qwall * (h+hp) = <br />Pwall (lbs) <br />Pfloor + Pwall = <br />W (lbs) <br />A 600 Roof 5 15 11998 8.0 4.0 0 Exterior 15 80 4810.02 16808 <br />0 0.0 0 0 0 <br />0 0.0 0 0 0 <br />0 0 0 0 0 0 0 0 0 0 0 <br />ta =0.116 Cs =0.160 <br />k = 1.000 Total Weight, W = 16808 lbs <br />SDS = 1.043 V = CsW = 2698 lbs <br />Shear Wall Force <br />hxwx <br />Story Section x (ft) wx (lbs) hxwx (ft-lbs)hxwx Cvx <br />1 A 8.0 16,808 134467 1.00 2,698 <br />0 0 0.00 0 <br />0 0 0.00 0 <br />0 0 0.00 0 <br />Linear Forces for Shear Wall <br />Section Area Qe (psf) <br />A 401.67 6.72 <br />0.00 <br />0.00 <br />0.00 <br />Section Floor Type <br />1606 N Mabury St <br />4/28/2025